Engineering Wonders of the World
Volume III
Forfatter: Archibald Williams
År: 1945
Serie: Engineering Wonders of the World
Forlag: Thomas Nelson and Sons
Sted: London, Edinburgh, Dublin and New York
Sider: 407
UDK: 600 eng- gl
With 424 Illustrations, Maps, and Diagrams
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246
ENGINEERING WONDERS OF THE WORLD.
Th© waste weir of Lake Fife is even larger
than those of Lake Whiting, for it is able to
pass 75,000 cubic feet per second. On its
, , crest, 1,200 feet long, are
eighty-eight gates, each 10 feet
wide and 8 feet high, working on a unique
principle. The gates are in pairs, the heavier
of the pair opening downwards, the lighter
upwards. When the heavy one rises the light
one falls by its own weight, while, on the
other hand, the descent of the heavy gate
pulls up the other. The gates open and close
automatically, through the operation of a
counterweight, which is affected by changes
in the level of the water passing through, the
weir. This ingenious arrangement dispenses
with the necessity for working the gates by
hand when a flood occurs.
The Marikanave reservoir in Mysore is a
proof of the interest taken by the native ruler
of an independent State in works of improve-
ment. It was due to the
energy of the late Sir Sheshadri
Iyer, and to the warm support
of her Highness the Maharani,
that this great enterprise was carried out.
The reservoir water is impounded by a dam
built across a gorge about 1,200 feet wide at
the crest of the dam, which is 142 feet
above the river bed, and from the foundations
has a maximum height of 167 feet. The
reservoir will store a depth of 130 feet
near the dam, and the water will spread
over an area of 34 square miles. The maxi-
mum amount that can be stored is calculated
at 40,000,000,000 cubic feet, but such a quan-
tity would collect only after unprecedented
floods. The reason why the ultimate capacity
is so greatly in excess of the ordinary volume
(10,000,000,000 cubic feet) that will be im-
pounded is interesting. It was proposed ori-
ginally to provide a capacity of 20,000,000,000
cubic feet; but as a cyclonic rainfall would fill
the reservoir and require a large escape to
save the dam, it was found to be cheaper to
Marikanave
Reservoir and
Dam.
increase the height of the dam and enable the
reservoir to absorb th© storm waters instead
of allowing them to pass forward down the
river.
The life of an irrigation engineer in India is
often a very lonely one, especially on some
of the Punjab systems, where vast tracts of
land have been reclaimed quite recently from
almost absolute desert. There, for weeks,
perhaps months, at a stretch
he may never see another IrriSa”
European, and have to sub- tion
ncer s Life.
sist on very simple fare. The
recompense of such a life is that it brings him
into very intimate contact with the agricul-
turist and his daily toil, his patient persever-
ance, his generosity to friends in distress. In
short, he sees a great deal of the best side of
the Indian “ryot.” But it is when famine
stalks the land that the engineer reaps his best
reward. One engineer, who has now retired
from the Indian service, spent some years of
his Indian life on the construction of a system
lying south of the Ganges. He saw it com-
menced ; he saw it finished. Much later, he
was responsible for the administration of that
system when it was irrigating some 500,000
acres of crops in the year. At that time, also,
he was responsible to some extent for the
works in another district north of the Ganges,
where there were no canals. It was his duty
to visit both. A time of scarcity and of famine
came. The rainfall in the “ khareef ” season
—the season when the rice is grown—failed,
and there was difficulty in
... £ A Contrast,
even raising the seedlings ot
the crop which are transplanted subsequently
into the fields. The ground was too hard to
plough. Under the irrigation from the canals
south of the Ganges, the crop was raised,
transplanted, and watered. But this not with-
out difficulty, so great was the demand, so
hasty the people sometimes. North of the
Ganges, where there were no canals, only a